Table is displayed only if data for automatic spring selection and/or analysis of spring compression is input in Project Settings.
Spring selection is done from the springs database based on the standard and Piping state (operation or cold) indicated in Project Settings.
Variable spring support operation properties during pre-stretch and installation are not calculated values. Therefore, if support loads and spring compression during pre-stretch exceed allowable values, this indicates that the "pre-stretch" method cannot be used, which should be indicated on installation charts. If this occurs for installation mode, temporary construction process unloading of supports in installation mode must be taken into account.
If load calculated difference exceeds input value, input value should be reduced and analysis should be re-run. More...
More detailed information on automatic spring selection and control of forces through spring compression can be found in the analysis of Piping with springs supports section.
Property |
Description |
Node number |
Number of the node where the variable spring support or hanger is located |
Load on support in oper. state, Rop |
Compression force (supporting force) in springs in operating mode. Load must not exceed variable spring support allowable load Rmax with the corresponding safety margin m (input in support properties) [1]. m∙Rop ≤ Rmax |
Load on support in cold mode, Rcold |
Compression force (supporting force) in springs in cold mode. Load must not exceed variable spring support allowable load Rmax with the corresponding safety margin m (input in support properties) [1]. m∙Rcold ≤ Rmax |
Load on support in adjust. state, Rassembly |
Compression force (supporting force) in springs in installation state after spring adjustments (after cutting ties). More... |
Spring pre-stretch, Pз |
Spring
pre-stretch force. m∙Pз ≤ Rmax. If installation is done "in two steps" or "by separation" [2], then "pre-stretch" state does not exist and allowable load in this state need not be checked. More... |
Load variation, (%) |
Variable spring support load change when going from cold to operation state. Note:
if springs are selected
in cold mode, load in cold rather than operating mode is used
in the above formula. |
Number of spring chains in the support |
Number of parallel chains (rods) making up the support. If the rod number input in variable spring support properties is insufficient for loads Rop, Rcold, rod number will be automatically increased during selection. |
Vertical travel Inst-Ope |
Displacement when going from installation to operating mode. Installation displacement - operation displacement. More... |
Vertical travel Ope-Cold |
Displacement when going from operation to cold mode. Operation displacement - cold displacement. More... |
Horizontal travel |
The maximum value of vertical displacement when going from installation to operating mode or from operation to cold mode |
Chain structure |
Chain structure, containing springs of 1 and 2 category: 1, 2, 2+1=3, 2+2=4, 2+2+1=5, 2+2+2=6, 2+2+2+1=7, etc. More... |
Spring codes in chain structure |
Types of groups contained in chain structure |
Spring codes in standards |
Codes of all springs (according to standards) contained in chain structure |
Spring length in free state, Hfree |
Spring height in free state (without loads). Selected from the springs database. More... |
Spring length in oper. state, Hop |
Spring height in operation state. Displayed only if the carrying capacity condition m∙Rop ≤ Rmax is met. More... |
Spring length in cold mode, Hcold |
Spring height in cold state. Displayed only if the carrying capacity condition m∙Rcold ≤ Rmax is met. More... |
Spring length in adjust. state, Hassembly |
Spring height in installation state after adjusting springs. More... |
Spring length in preinstall. state, Hз |
Spring height during pre-stretch. Corresponds to installation state prior to cutting spring ties. More... |
No. |
Note |
Description |
---|---|---|
N210 |
Spring ignored as non-functioning. Upward spring travel from weight loads |
Error occurs if, due to Piping weight, pipe displacement at the point where the support is installed is upward, which does not correspond to the principles of using variable spring supports. In this case, analysis is done without this support. You should remove it |
N211 N535 |
There's no springs with appropriate flexibility in catalogue to satisfy load variation 25%, spring ignored. Please replace it by constant load spring |
Displacement is so great. There's no such flexible springs in selected code to satisfy the specified load range limit (25% or 35%). In this case, analysis is done without this variable spring support. It is recommended: a) add more variable spring hangers nearby. Maybe software will select more flexible springs that satisfy allowable load requirement and load variation ration requirement b) try to change the model or change the variable spring hanger placement to reduce the displacement range between operation and cold mode c) replace variable spring by constant spring support |
N688 |
Variable spring support unnecessary, loads are zero. Recommended to delete it |
Variable spring support unnecessary at this place, because loads are zero. It is recommended to delete it |
N298 |
Support with specified flexibility has not enough allowable load |
Error occurs if support flexibility is specified by user, but actual load on the support exceeds the allowable load of springs corresponding to that flexibility value |
W662 |
Specified load value exceeds the maximum load for the selected spring table or constant force hanger table |
The maximum load on the specified spring or constant spring support is higher than the maximum value in the code table. There's no such springs or constant spring support in the selected spring table |
W329 |
Allowable load of springs in the support is insufficient |
This message appears 1. if flexibility (or stiffness) is input for a variable spring support or variable spring hanger, and that spring has a allowable load lower then the value obtained through analysis for operation and cold state. Allowable load is determined according to the springs database. 2. if flexibility (or stiffness) is not input, automatic spring selection is done, one of the criteria of which is meeting carrying capacity requirements in operation and cold state. Therefore, for models without non-linear effects (support friction, pendulum effect with hanger displacement, single-directional restraints) this check is always performed; while it may not be performed in the presence of non-linear effects. Load change (%) for the variable spring support or hanger should be reduced. |
W101 |
More than two parallel spring rods selected because the load is too huge. It is recommended to add more variable spring hangers or switch to constant spring hanger |
The load on variable spring hanger/support is too great. More parallel spring rods needed to hold it. It is recommended: 1. Add more variable spring hangers nearby. It will help to hold the huge load without increasing number of parallel spring rods 2. Switch to constant spring hanger. Some constant spring hangers can hold greater loads than variable spring hangers |
W591 |
The number of parallel spring rods has been increased |
The number of parallel spring rods in initial data was 1. But it was increased automatically up to 2. It could happen due two reasons: the load is too great and one parallel spring rod is not enough. And the spring stiffness may be too great and it should be lower to satisfy the requirement of variation ratio<25% If two parallel spring rods can't be created then recommended: 1. Add more variable spring hangers nearby. It will help to hold the huge load without increasing number of parallel spring rods 2. Switch to constant spring hanger. Some constant spring hangers can hold greater loads than variable spring hangers |
W661 |
Load range is greater than allowable 25% (35% for Russian springs) |
It could happen due two reasons: 1. START-PROF failed to select spring that can satisfy requirement of load range ratio (Rop-Rcold)/Rop <25% (35% for Russian springs). The more flexible spring needed, but it is absent in selected code or more than two parallel spring rods needed to get more flexible spring. It is recommended: a) try to add more variable spring hangers nearby. Maybe START-PROF will select more flexible ones that satisfy allowable load requirement and load variation ration requirement b) try to change the model or change the variable spring hanger placement to reduce the displacement range between operation and cold mode c) replace the variable spring hanger by constant force hanger, because it can be used with any load range ratio 2. Spring selection is done assuming absence of non-linear effects (friction, pendulum effect, etc.), and then re-analyzes the Piping considering non-linear effects. Therefore, load change value obtained through the analysis may exceed the input value. To improve it, the lower load range ration value should be specified in input data. For example the load range ratio could be specified 15%, 10%, 5% etc. until the load range ratio in analysis results become lower than allowable value 25% (or 35% for Russian springs). More... |
1. Variable spring hanger selection for power and nuclear plants. RTM 24.038.12-72 Ministry of heavy, power and transport, 1973
2. D.L. Kostovetsky, B.N. Tokarsky. About variable spring hanger tightening. CKTI. Design and stress analysis of power piping, 1966
After running an analysis with spring selection: Output > Variable Spring Hanger & Support Output